Rigby, S.E., Fay, S.D., Tyas, A. et al. (5 more authors) (2016) Localised variations in reflected pressure from explosives buried in uniform and well-graded soils. In: Proceedings of the 24th Military Aspects of Blast and Shock. 24th Military Aspects of Blast and Shock, 19-23 Sep 2016, Halifax, Nova Scotia, Canada. MABS
Abstract
Recent experiments into characterisation of the loading resulting from detonation of a shallow buried explosive have highlighted the complex underlying physical mechanisms present at the face of a target situated above the soil surface. This paper presents the results from such experiments, where the localised blast pressure and impulse is measured using an array of Hopkinson pressure bars at specific points on the target surface. Two different soil types are tested; a relatively uniform sand, and well-graded sandy-gravel. It is observed that the variability in localised loading is intrinsically linked to the particle size distribution of the soil medium; the uniform soil produces repeatable data with little variation whereas the well-graded soil demonstrates considerable spread. The cause of this spread is quantified and discussed with reference to the distinct loading mechanisms acting on the target as seen in the experimental data.
Metadata
Item Type: | Proceedings Paper |
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Authors/Creators: |
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Copyright, Publisher and Additional Information: | © 2016 The Author(s) & MABS. For reuse permissions, please contact the authors and conference organisers. |
Dates: |
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Institution: | The University of Sheffield |
Academic Units: | The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield) |
Funding Information: | Funder Grant number DEFENCE SCIENCE AND TECHNOLOGY LABORATORY NONE |
Depositing User: | Symplectic Sheffield |
Date Deposited: | 21 Sep 2016 08:59 |
Last Modified: | 04 Nov 2016 16:39 |
Status: | Published |
Publisher: | MABS |
Refereed: | Yes |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:105010 |